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HomeMy WebLinkAbout004-1016-80-100 wisaonsin Department of Comrneroe SOIL EVALUATION REPORT pap 1 of 4 Division of Safety and Buildings in accordance with Comm 85, IiYs. Adm. Code County St. Croix Attach complete site plan on paper not less than 81R x 11 inches in sue. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. 004-1016-80-069- /00 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Re ' by Date personal information you provide may be used for sewndery purposes (Privacy Law, s. 15.04 (1) (m)).. / 9 O (a Property Locafiim Loce Property Owner SE ~~`s~E '1/4 N R IS E®( Ronal R. & Brenda L. Riek Govt. Lot Property Owners Mailing Address # Block # Subd. Name CSM# l 2768 40th Ave. 3 OZ/ ' Sow 3 City State Zip Code Phone Number ity V(Nage own Nearest Road Wilson Wisc. 54027 ( 1-175-698-3010 40th Ave. Csidix' Q New Construction Use Residential / Number of badroomm 3/4 Code derived design flow rate 450/600 Gpp Replacerr►errt ~ Parent material G >ll Flood Fqf9lavabon if applicable it General comments k2 and fecomm pUG 18 2006 a c~ lrt~~C~ L tandations: Con @ 1 9 C !(L ST. CROIX COUNTY Boring # Boring Pit Ground surface elev. 101 R Depth to lrrrrkr'ng factor 24 in. Sod Application Rabe Horizon Depth Dormant Color Redox Description Texture Structure Consistence Boundary Rods GPQW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eif#9 *Eff#2 1 0-10 10YR413. - 1 lmsbk ml as 3m 0.4 0.6 2 10-16 loYR5/6 - s0 2msbk mfr , If 0.6 0.8 3 16-24 10YR5/8 - sl 2msbk mfr cw - 0.6 1.0 4 24-48 10YR4/3 m3d7.5YR5/6 streaks sl 2mabk mfr cw - 0.6 1.0 2 Boring ]Boring # Pit Ground surface elev. 101.9 ft. Depth to lrrrrr'ting iaclor 20 inSod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rods GPD/W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 '0102 1 0-10 10YR3/3 - 1 lmsbk 1111 as 3m 0.4 0.6 2 10-20 10YR5/6 - sil 2msbk mfr cw - if 0.6 1.0 3 20-44 10YR5/8 ,n3d7.5YR5/6 streaks sl 2msbk mfr ew - 0.6 1.0 * Effluent #1= BOD > 30 < 220 mg1L and TSS >30:5 150 RV& * Effluent #2 = BC0 < 30 mg& and TSS < 30 mg& CST Name (Please print) Signature 01 CST Number Thomas W. Gedatus Azlr- 962178 Address Date Evaluation Conducted Telephone Number Stang Plumbing & Electric P.O. Box 263 Woodville, Wisc. 54028 8/15/2006 1-715-6845166 i FPfT MA/, T'/YfM/H Ronald R & Brenda L. Rick Parcel ID # 004-1016-80-000 Page 2 of 4 Property owner ❑ Bow # l P Boring Ground surface elev. 101.9 it. Depth to kngng factor 25 in. Sod Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roofs G -E1 -Ef #2 Gr. Sz. Sh. in. Munsefl Ou. Sz. Cont. Color I lmsbk ml as 3m 0.4 1 0-10 10YR3/3 0.6 - cw if 0.6 1.0 2 10-20 10YR5/6 sil 2msbk mfr ' - 0.6 1.0 20-44 10YR5/8 m3d7.5YR5/6 streaks A 2msbk mfr 3 Boring # Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Sod Appkation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDNf in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. -Eifrltl -01102 Boring Pit Ground surface elev. R Depth to Kiting factor in. Sofl Application Rate Horizon Depth Dominant Color Redox Description Texture Shucture Consistence Boundary Roots GPDIFF in. Munsefl Ou. Sz. Cont. Color Gr. Sz. Sh. 'Efflk1 -0102 • EffMuent #1= SOD, > M < 220 ing& and TSS >30 150 mg& ' Effluent #2 = SOD, 30 "X and TM 30 rrgL The Depattinent of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an Alternatie format, please contact the departmott at 608-266-3151 or TTY 608-264-8777. seu>$3MMOL0700t l a,v~,a 1 f" je) t ~k.,.- a n . ? Y", C,,jtAS -r\o n.~S 10-1 \ is ~fi Off" "Al 44 t n V ~~g~ 3cp-6 I-i Parcel 004-1016-80-100 03/27/2007 02:33 PM PAGE 1 OF 1 Alt. Parcel 07.28.15.112A-30 004 - TOWN OF CADY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 10/02/2006 00 0 Tax Address: Owner(s): 0 = Current Owner, C = Current Co-Owner RONALD R RIEK O - RIEK, RONALD R 2768 40TH AVE WILSON WI 54027 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 22.431 Plat: 5283-CSM 21-5283 004-06 SEC 7 T28N R15W PT SW SE & PT SE SE CSM Block/Condo Bldg: LOT 03 21-5283 LOT 3 (22.431 AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 07-28N-15W Notes: Parcel History: Date Doc # Vol/Page Type 10/02/2006 835798 21/5283 CSM 07/31/2003 732975 2339/497 WD 07/23/1997 696/559 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/16/2006 Description Class Acres Land Improve Total State Reason Totals for 2007: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ~SzS _ ml - S!L RECEIVED 3 3 OCT 8 20 535798 VOL 21 PAGE5283 HATHIJ= H. REGISTER OF DEEDS W CRM COUWTr ST RECEIVED . CROIIXF R. RECORD &OWYOR'S RECQM 10/02/2006 63:45PM CERTIFIED SURVEY MAP REC FEE: 13. COPY FEE: 3.00 PAGES: 2 CERTIFIED SURVEY MAP Ronald R. and Brenda L. Riek Located in the Southwest '/4 of the Southeast '/4 and the Southeast '/4 of the Southeast '/4 of Section 7, T 28 N, R 15 W, Town of Cady, St. Croix County, Wisconsin NORTH - SOUTH QUARTER "fe - - - N oo°o4"u" E 5282.8oo°o 'u" E 66o.0 ' 627.05' 13 WEST LINE SW i/4 - SE/ejO ~g 0 A R g V E- o wr N 00°0 'u" E 660.01;' R t7 627. • a o -ft p ar' 8i 80! o I o E log Q .4 f x a~ : i N o0°04'11" E 660.05' z e I 627.05 ~°c~•• ~ N 4~-'--~-BAST-.~.~ES<`'14-~~14, t4_T__ sa t.,~'~:°~•.°•• LINE 8E1/4-SE1/4~ o a~pR O N ~ y all I~ ze r g ° `n Z p 0~ t S 00°o8'w _6ri.o6' Y6B 02 • t • o*6' ' 14 This Instnmlent Drafted by Mark W. Peavey ~r _sT H.~ rNNrr S o0°08'1,5 ;°08 6W a63z.741- " EAST LINE SE 114 - SE 1/4 SHEET 1 OF 2 1of2 Vol 21 Page 5283 F6-e- W%Corlsin Departrnant of Cor MWW SOIL EVALUATIO POP-Of Dimion of Safety and BnldffingS in accordance with Comm 85. Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 8112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM). direction and Parcel I.D. 004-1016-80400 percent slope, scale or dimensions. north arrow, and location and distance to nearest road. Date please print all info►madOn. Reviewed by Personal information You Provide may be used for seeandary Pub (PrlvaaY Law, s. %04 (1) (m)). Property Owner Property SE 114 SE S 7 T 28 N R 15 E() W Ronal R. & Brenda L. Riek Govt Property Owner's Mailing Address Lot # Name or CSW 2768 40th Ave. 4 [City- State Zp Code Phone Number flY [3Vliage E]Town Nearest Road Wilson Wisc. 54027 ( 1-175-698-3010 C2dix 40th Ave. 0 New Construction UseE] Residential / Number of bedrooms 3/4 Code derived design flow rate 0/600 GPD Replacement U PutNic 1- Describe. Parent loci Till Flood Plain ele icabie WIA - ft General test around lot 4 found mottles right below and p horizon and remmmv ne atiorns: AU G 1 8 2006 All 12 test holes failed no plot plan or elevations done. OUNTY 12 Borin ` F-1 ■ Pit Ground surface elev. R Depth to limiting factor in. Soil Application Rate Roots GPD/fP Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -EM •Eff#2 ~I Bo" # D Boling ❑ E] Pn Ground surface elev. ft Depth to ru niting factor lo Sod Appficahm Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsed Qu. Sz. Cont Color Gr. Sz. Sh. •Eff#1 `Efl'#2 • Effluent #1 = BOD > 30:5 220 mg& and TSS >30:5 150 mgA_ ' Effluent #2 = BOD 5 30 mgA- and TSS < 30 mg& CST Name (Please Prirnt) Signature CST Number Thomas W. Gedatus l.✓. 962178 Address Date Evaluation Conducted Telephone Number Stang Plumbing & Electric P.O. Box 263 Woodville, Wisc. 54028 8/15/2006 1-715-6845166 - :OZ E@:LT 9d-L'a-isa Z@d g6Zg859STL:WO81I _ a ~ tifl~~! jgq~ riot R-TV 71 -0 W F R o~d R ♦ iy n ~ Q QCi N~. ~pg t t ~ B Nit La a f ll~j s• ~ 9ua19 S.~4ioa►li ~ ~ ~ : ~ d It put S:sq ' 5=p a 8 i All ~o~stextos- yc~ s ttZ6926SIL 8f 986-£8-88 Z0 39tld OX3 NOSIHJIdB-W 66ZE86991L 99 "5i 900Z/E0/80 Jf OA • 5`' T L. l'C' L l~ 0L= S 7 T v k eel)/N 6-tv+ 1;4 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page /Of 3 Division of Safety and Buildings in accordance with Comm 85. Wis. Adm. Code Attach complete site plan on paper not less than 8112 x 11 inches in size. Plan must S include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. d d y I GI(~ ' 0&0 • ~G Percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print a!! Information. Reviewed by Date Personal information you provide may be used for secondary purposes (privacy Law, s. 15.04 (1) (m)). PropertyOwner . PropertyLocatron • E Govt. L s E 114 s~ 114 S T 2" N R S E( W M~~ ~ Lot # Block # Subd. Name or CSllr~# /t~CtJts I', (o ~f PAle r Of' io s city State Code Phone Ntxnber ❑ {may vil 91 Town Nearest Road - Gvlfsv N lul. Syoa1 (7(S G~~•3o16 t^ w,,,rQ 40" /!v I$,New Construclion Use: ICkResidentiai /Number of bedrooms Code derived design flow rate GPD ❑ Replacement Cj Public or commercial- Describe: Parent material _&EN SA_ r j YZ Flood Plain elevation if applicable g General comments and recommendations: 1 (,tJ.2e.2 cX~/ /~7i M /2 s TS /YPiPi~'x • G I fl'// s1;C41/4n tp A 7- Boring ,vv ~ ov El # ins slsov.4/'y tt1 Pit Ground surface elev. tt. Depth to cirri factor in. ppb • Rabe Horizon Depth Dominant Colot Redox Sod Description Texture Structure Consistence Boundary Roots GPDffR in. Munselt Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 •Eff#2 l o- S /o YX 31-------- G z fs e O w 3 ~f • fj ° -f Mo+S Si /fs -F cs 1-f- gr . G ~•sy ' C2 dt s /L / S 4. C W s Y~ yi ~ iovR 4 2 0 Pit Ground surface elev. ti. Depth to limiting factor in. Sol Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDN in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 No S .M T •Zd W JA 'd 1) ;VL f 1"A) C7 7- D AF- &0 "U'a VS S . A5 v i D/3l 57'': ou m G,"y• 1 SOt L /N /2GG f~ Ott #1=Btu > 3Q < 220 m0l. and TSS >30:s 150 rrv& F_ffluent #2 = BOD < 30 m9fl and TSS < 30 mgl1. CST Hartle (Please 0 ) e R T- 2t 1 d A i o 5ignature z z& 3N s Address Data Evaluation Corlducted Telephone Number Ulbricht & Associates / • .1D 7/ S 2812 1 Oth Ave. /y4Y 1; r•- / J f t/ lZ /Z,,.- Spring Vaiieyi W! 54767 • ~ ,von-~ s 41,01 ~T T-0 /V ~qv e C 3~ h4P 0 ORIGINAL At 135, 13 ce, ~ AN~~~~~ ~aD s ~L 13A-~o-~- P/7-57 -S'Olp ~S -t U ~p s w © v jqS 5 ~o 13 ~o 1 r 33 44, 06/08/2004 08:26 17157723442 ROBERTULBRICHT PAGE 01 -T ► ~o s ~ ~s, t y o v s.- T-& /P~'Q v~ rev wbcmwn - mena"~1Of of t SOIL EVALUATION etY arw Eluildirlgs REPORT 3 ~►detB ite plan " Pacer htxleInss~ e"" With Comm 85, WIS. Adm. Code Page / of irxiude s ritrrQeoro: refeenca, cOw' s C~ p Dereanf atop scale or dini~enrlicals nom a ~ ' x ~ (ei Q, size. d Plan am t ry ow, and ioratian and distance to nearest roan. Paro9< J.D. pyea" print 411 I~►Ibrntat ion. p.,~ 0~ matron Y- Prooide msr ee Wed fo►seecnd4ry RevWMW by `~'Q 5T ~r19r 1 Poses (Prl.ecy a►. ~,15,0r (1) (mil. Date A 13 0~16 Gvcnww&t. Lot 1E # E1brJc ~t 1/Subd. Wame ar C7SMk T N R 15 E ( W Lot /scale Bade PA le T o Ad 5 -49",V W l 6 jj/~ yd 17 ' f ~S ~i d/Q ill ~vil Town P Neal Road ~V Use. ResideR / Nmbeofbedrgoms a e d Replamnent Q public or evrrunerdal _ 711111111- Code derived design flow rate AV Q Ira & GP gibe: Panwit p General CORMU fts Flood Rein eievatton If applicable and ndaWm; R. (~J Pit Ground sur%ce elev. ~ ft. Depth to WnWV famr in. Horizon Depth Dominant SON Rare Redox SZ. Call. olo Ternre Sous ConsiQenca Boundary Roots p Apiolloi" M. Mures Q u. Cane. Dolor 3 G r. sL sn. -~rfiol~ Tf*2 D R-I D 4- BO1~ # a° 6or1n9 U Pit Ground sulfate elev. _ R- Depth to linitlnp fades in. Horizon Sol Rate 1n. Dominant Cokm Red= D"o iption TmdQ ft SVLWWre Consistanoe Wu dwy Roots GPM Muns" Qu, Sz. Cond. Color Gr. Sz. Sh. f Ar 01 GOD 30 n"Allod CST Werf,e rMaso - Addwa Date E Ulb(► Mt & Associates 2812 10th Ave. Spring Valley, WI 54767 OD AM 3 •Z ~S ~ 06/08/2004 ~~088:26 1715772 4 ` , ROBERTULBRICHT PAGE 02 WNW %.-A H ; T.28N. - R.15' L e c,+rr6,o0 WALE 9 »rra.yc,,,,, 4. A.s~ /M' Wv 2 iMLES 'See e 40 rs.k.rg1 9u1■Ie8 1 JN"tt CII00M $ Alice id v," Daniel f Anne c-f R Lw v 41) nr.. 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K■PP1M5 K•Frl'41 ' n.:• 1 *11% AMtMdson ihedkr }ate 160 • 5 A«4e e 41An w 1. tluxhti - ~ J,j tlelmxr 160 aln x 1 ) : r:.; elurce County FARMERS COOP Bank of Spring Valley •'clLf:iVC~i7 F.3`! 1, -S & Plum City Branch FEED • FERTILIZER • CHEMICALS • PETROLEUM L.P. • C I COMPLETE BANKING SERVICE A New COOPERATION Vs. ,NE7 LAIM 1 '79ES AG SER"ICES Bk5V Baldwin Baldwin (NMIOar) (715) 680 3x71 (715) $04-4040 IonwaW Cly 5 17"W7 had SWIDn Fertllizel Spring Valley e.ri//r1~ 1w~s. wea ■wwe r'74c,•sar_AA16 171i1'JIliS-7